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时间:2020-09-29
《跨潇河辅道桥桥墩柱施工方案.pdf》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
1、⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯精品资料推荐⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯目录一、编制说明.............................................31.1编制依据..........................................31.2编制目的..........................................3二、工程概况.............................................4三、施工准备........
2、.....................................43.1技术准备..........................................43.2现场准备..........................................53.3机械设备准备.......................................53.4劳动力配置准备.....................................63.5物资材料准备........................
3、...............63.6测量、检验仪器准备.................................6四、人员组织机构.........................................6五、施工进度计划.........................................7六、工艺方法及要求.......................................76.1工艺流程..........................................76.2施工具体
4、步骤.......................................86.2.1测量放样......................................86.2.2支架及工作平台................................96.2.3钢筋绑扎.....................................106.2.4模板施工.....................................106.2.5混凝土浇筑...........................
5、........121⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯精品资料推荐⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯6.2.6混凝土养护...................................13七、质量保证措施........................................137.1建立完善的质量保证体系............................137.2钢筋加工质量保证措施..............................157.3质量标准................
6、.........................15八、工期保证措施........................................17九、墩柱施工测量重点....................................189.1平面位置测量控制..................................189.2高程测量控制......................................189.3垂直度测量控制....................................1
7、99.4沉降观测.........................................19十、成品、半成品保护....................................2110.1桥梁钢筋加工及安装...............................2110.2模板工程........................................2210.3墩柱混凝土......................................23十一、注意事项.................
8、.........................2311.1应注意的质量问题...............................2311.2混凝土浇筑与养护.................................2411.3应
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